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HomeMy WebLinkAbout0222 SCHOOL STREET - Health 222 SCHOOL STREET Marstons Mills A = 046 - 004 - 001 C Town o B�r> ; table aP Departioent of ftulafiory`Services iaJ9 200;Main:Street,Hyannis MA 02601 0%M1d � � ram. bate.Scheduled f Time Fee Pd. Soil Suitability Assessment for Se, D' Performed B Y. PC,4a `� t rYWitnessed By; .� .�' ' �� �� , P 22Z LOCATION-1GENIAL=INFUT�IsOT Location Address Ownt is Name BSc tiov qr-pfte7 !( 1 Address 1 11j Sckool St Assessor's Map/Parcel; ,(5 _.(50 En gineer's Name �I 1 `f F� y NEW CQNSTRUCTION REPAIR Telephone# —7 �� 7 Land Use ���c c.�y I /�Svt �ti Slopes(9b) 7y Surface Stones Distances from: Open Water Body -3G` u pe y Ott Possible Wet Area}ZO ft :Drinking Wafer Vl!ell? Drainage Way Z.UJ ft Property Line 3U 7J ft Other ft SKETCIV(Street name,dimensions of lot,exact locations of tes;Vholes&perc tests,lobate wetlandr4proximity whdles) Tf) Parent material(geologic) QwY-�c� Depth to Bedrock. t,)/ Depth to Groundwater. Standing Water in Hole; N ci!` Weeping from Plt:Face EstimatediSeasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole. in, Depth to soil mottlos., itt. Depth to weeping from side of obs,hole: In, oroundwater Adjustment. ft. Index.Welly Reading Date: Index Well level Adj,Actor, ,., _„_ A"dJ,droutfidwater'Isevai,,,,e PERCOLATION TEST bate, tee..__ Observation Hole# Time at 9" Depth of Peft a0A Z_. —✓L_q 0 Time at 6" Start Pre-soak TimeSlime(9"-61') -- �-�'�` End Pre-soak r Rate MinJitteh. Site Suitability Assessment: Site Passed, __ Site.Failed: Additional Testing Needed(Y/Nj Original: Public Health Division. Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be,conducted within 100' of wetland, you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q;ISEPTICIPERCFORM.DOC DEEP.OBSER'VATYON DOLE IJOG HQIe# 1 Depth from Soil Horizon Soilri'exture:: Soil`cvdlor, Soil Other Surface(inJ {USDA) (Munseh) Mottling (S,trueture,Stones,Boulders; o _ AL 5 I:rj Y/.Z. 3-Z- 43 r't S l•o 3"Z J 2el c a �.� Svc 7.,ar"`j �U L.Ci ` Hole# EEP O' SER`VAmION G: D B . Depth:from Soil Horizon Soil Texture Soil Color Soil Other Surface'(in.). (:USDA) (Mansell) Mottling (Structure,Stones,R6i lders.: ;, . 7 . Y :..... . .. . DEEP OBSERVATION`HOLE LOG Mole# Depth from Soil Horizon SoilTexture Soil.Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,edulders. Conqi e 3� w f-zt C C -i^'1 Sm�n t5 T / VEEP OB�ATION HOLE LOG Hole# C) Do th:from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) g (Structure,:5tonee,B.oulders. Mott - 3� 13 'j, Flood Insurance Rate Map:, Above 500 yeai'tlood`'t4undary No;_ Yes - Witliio 5000 yeai°boundary No _ Yes: Within 100 year flood boundary No Yes Denh ENO Occurring Pervious Material does at leastfour feet of natV.091. 'occurring pervious tnateri l exist_in all areas observed throughoutFthe. . area;proposed for the soil absorption system7 If not,what is the depth,of haturahy occurring pervious'matarial? ..._. Certt>tication I cerlifry thaton G11��=(date)L have passed,-the soil evaluator.exarnination approved l�y�the ent Qf E.nyiertal Protection and that the above analysis was performed by me coisistent tvitti - Departixi . the egwred`traming,expe;rEise and'experience described'n 10`CIvIR 15':bi7.' Date . Signature , Q 4$4fp IC1ABRCFORM.DOC TOWN OF BARNSTABLE _ OP �1�3115J LOCATION �� SEWAGE# ��I l l C j l�_ o VILLAGEi a� J d 1 ' ASSESSOR'S MAP & LOT 6�7 I INSTALLER'S NAME&PHONE NO.R 5o$'g,33,g84°I SEPTIC TANK CAPACITY 1 600 611 16n LEACHING FACILITY: (type), � (size Z- 5 NO. OF BEDROOMS M BUILDER OR OWNER LR ` lE L LC— PERMITDATE: ' ® I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 5q � I t 2- 7 �- 32° SNo. ;L0 ®� Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF*BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal *pstrm Construction Permit Application for a Permit to Construct M Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lotµ J S ut�`S ItK $ e _tdrts,and Tel.No.� Assessor's Map/Parcel /�G�L � 1 L� IL"� � ,-.(�) C,2 14ms W�,risName,Address,and Tel.No.S'D -f9 3-7-f'(64K Designer's Name,Address,and Tel.No. 6Z�s�11-S?1 I- Type of Building: / Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder((�� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures //�� Design Flow(min.required) 3 30 gpd Design flow provided J9 7t gpd Plan Date -3"09 111 lNumber of sheets_ Reevi j'on Dale Title t j� v i L(.i C�h 1�l�G (s y� Jt"iIhGyl 115 AL 14, Size of Septic Tank /SZC? Type of S.A.S. Description of Soil or F0 h Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of e h Signed Date ' l '� Application Approved by e Date Application Disapproved by Date for the following reasons - Permit No. / - Date Issued s a- No. ,; t:M Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomput. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplicatlon for ;Di tposal 6pstem Construction Permit Application for a Permit to Construct(Y) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Loth �`� Lw i e Sdrtss(,and Tefl.No �s Assessor's Map/Parcel �Y&— L��l—G�' (� K L7� \Qr(_(k A, aller�s4N t ame Address,and Tel.No.S 33- si ner' N e A ess and Tel.No. ��-1—►l 7— S`3( r v' c(ru�,�, U ���r �) ���t��(�C�, � i a cJ.C�vss �� �� �� 4� S 01 L, Type of*wilding: Dwelling No.of Bedrooms Lot Size �S,C ( sq.ft. Garbage Grinder(� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required 30 gpd Design flo provided d� 7 t gpd Plan Date 3` - ) 1 Number of s eet � R vi on Da�je Title ? t f 1 t�SCa'h Il CC.c `� (!f S �, ��� Size of Septic Tank 52 Type of S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement:, The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificare of Compliance has been issued by this Board oWeth /� Signed �"� Date Application Approved by Date 3 " U Ll Application Disapproved by Date for the following reasons Permit No. _ Date Issued -O --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS * BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.O?©I LI—b?dated 3— O _ f Installer Designer #bedrooms Approved design�iow �� r gpd The issuance of chi e `ice all pq be construed as a guarantee that the system wil nc�io as,des'�gne .�f � Date / Ins ector 'f{ it -----------------------------------------------------------------------------------------------------------------------------------1---- No.gdIL' — d7 SC7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS M1sp •sal 6pstem Construction Permit Permission is hereby grante to onstru •t" )n R air( ) Upgrade( ) Abandon( ) System located at aGrt' del and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction m�s..tJbe completed within three years of the date of this permtt�j �� � l�� Date / Approved by I Town of Barnstable Regulatory Services Thomas 1F. Gei.ler,Director RAP Public Health Division ' saso4 ' Thomas McKean;,Director. 20O Main Street, Hyannis,MA 0260 Office. 508-862-4644 Fax: 508.4.O. 6304% } Assessor's Map/Parcel. S€rv��gc 1'ermit# � Q Installer& D4si ncr`Certtf tttigg.Fortn; , �}r Designer: Installer: R.L Address: Address: siJ1 as i5id a e. rmit to instatl ap . ;(data (ittsta �r V se ptii system at based on adesign drawn`by WOOS); . , dated raa ;. �deslgt. 'r). 4. ` 1' certify #hat the septic system referenced above was iilstal`ted substantially according to the desi;gn'z which may include minor approved ch,inges such as lateral relocation of the distribution box and/or. septic tank. Stripout (if required) was inspected and the soils were found sat isfactory. s allcd with nalot changes (i.e. n ced abc ye was in t t I: certlty that the septic system refire c, I. >; „ greater than lateral relocation of the SAS or any vertical relocatiowtlf`any cotrtponent of the sep stem) but in accordance with State & Local Regulations. {'Ian rcvislon or certifie s- u It by designs to follow. Stripout (ii•retluired) was inspected and the soils satisfactory. 1 '4 stallerMs Signature) A rau 351f14 {Dest�;n4r's Signature}� - t>>ttiti l � ?A Here) ll llal+" SIB ;1lt.0"C'tri iV`.' {) 13ARlVS I"AI3lLli 1'L!;3Ia1C: -ii',A .1"F1'.lC#C't�15ltfl i Glk�W'`�'l�l!♦IAA EE of ()M1'I IAI� , ' IIx Nt T -a� IT .Fl ` [ll"d'1'IIr 'BOTH; 16 FC), M A1�ID tiS- n i< °r C 1«l A .l » r uv �t a r TA u mm\dcognmenirication tbrnt:doc --98-- EXISTING CONTOUR oes x 100.98 EXISTING SPOT GRADE 3 � PROPOSED CONTOUR �, D 0 Qo�r PROPOSED SPOT GRADE 50' W=-PROPOSED WATER SERVICE �c f N U-3 ✓V TEST PIT 011 Blackthorn N N 96.78 $ BENCHMARK N a Q B/DH/FND/UP. ak Pee rn t LEGEND ere Pat 16 h �' 13, 13 ;' 4�a 8 N Emerald i a N N I i LOCUS a Drive BUILDING FOOTPRINT 9X9a7 i 10-o-& LOCUS MAP 1 - X 96.54 NOT TO SCALE 19�1- x 94. 1 --- ------ \XN 3 96.45 96,06 (b �X`98.25 \ X 92,50 \ - -9 S 114-- -A� 116 62. 11 6------------- \, �� Ste. .� �\, \ `,\ St29, gS 1 1 x 1zs 9 2 2------"- __ \`-------- X 93. 130 -6--- -- L 6 \` SPIKSE�3^ �` X 9324 �. 24\ \\` \ `` <.10 .1•L \\ \ \ x 9 92.46 x 92.28 .` \� x ` n�^ 134.59.\ �• _-_` �� , `,` \ !` WAL6(OtJ - PRC}ROSED. '�• �_----� X-32.62� ` `� \I x 123�47 / 'y 133,61 / \; \` `Y, j' HOl7SE` `�FiAR:` b Q _-- -�c_g2.00 11 .83 �_ LOT`-� _- "' x 91.83/' i1 i x 1�,6�� ^ N- •\ ` ` \ 95.54 1`94.62 1 F `" " �``65 911 -g4 % i ' ` ,, `\ `O �` `,` ` x I' S1l AC.�`x�-94� f ` �\ 94.11 ' 1 f f J ` �X.2 C.� \'�` �``\` x 97.11 ,`\`� �` i x 90,50 JCB/DH/FND 94.17 XI Qi TO-3 . R I ' I (Aj, 2 , _ 3st - X '\�, , f N _I T �`1 `\�` `�``�;Q``� ``�` `�97_44----98-------- M`�V LTV \`��- / - 1 i x 9_0:5� BASING --1J x 126,99 12�,03 O P j1C� � JP-� ,, `�\` `� ` \ � \ � � f "-- 12h82_-----' _ = / ii P 4 0,RESE VE�c4 I j \ o� yOa_ 127�70� I3EARPOLE/FNH'lR 125.60 �% I AREA ..I !ia*u25 A nl Q 111f4;05.��`.`\` .\\` - `�``.� `X - ..� i'' �96,06 --�� _ 9a15-- ------- '9 SPIKE/SET I /x 123,74 I25 118.931 W� I PROPOSEb,�`` \ ���--------------------'--- _� x ee.s3• 6 130.49 A--9 ?D, 1 iv 1100 89 1 SEPTIC TANK`.\ .'X._� ----__ ------------------- /4'JV N / \` , �� _ - _-- -----------i0'1v82"'`__�1-, 130.32 I 125.18 Q , :' 0 I^� ; D%'aig5gre----------------------- 193 Q5-_ I nx5 1 I _ e.ez ` 'r `` T0344----- 4 8. HYD t 46,3 % ! S-wale-----------------, -X- ---- x ` T K/T C K X'S E T 6122,141J 2 y `' �12.23. -- ---- 1 ` j ''•R'I'08.39 X 106.94 *5,56 `\109.70 `\ 1,78 1 84 �, Js 118.96 STK/T 1048 99.96 98 l N \ ; lls,�9 Pal t 105.)'G IOs10 A, emn /Berm \ , -t � 110,98 � 309.36 � � ` TBM f U122.06 `,f ` �� ,` Q `�\ I ``�� `'`, ` `\ `11 Stake and tack Set OWNER OF RECORD F/b 1V OLI \`' CCCPPP JJJY` E1.=100.00 (Assumed) LRME LLC _ `r UP/ a 5 103 INDUSTRIAL DRIVE �/ Q ST 118 25/SET �� of Mqs I;&16. 0 P��� OF Mgss9c ba o o� MASHPEE, MA 02649 [S7tok,,e and tack set FLOOD PLAIN DATA 18.25 Assumed o��Q� TERRY s9ys � PETER T. PROPOSED SEPTIC SYSTEM SITE PLAN McENTEE FIRM COMMUNITY PANEL N0. 250001 0015 C o ANN CIVIL N LOT 2-SCHOOL STREET, MARSTONS MILLS, MA REVISED: AUGUST 19, 1985, ZONE X (NON HAZARD) WARNER N No. 35109 o No. 38721 Prepared for: Bevilac ua Construction, P.O. Box 628, Forestdale, MA 02644 SOENBACKSING �SSRONTTIOARD=03 E RF �s STER`�� A S� ��� Engineering by: q Surveying by: SCALE DRAWN JOB. NO. F tcl SIDE/REAR YARD=15' oq� Engineering Works, Inc. WARNER SURVEYING 1"=40' P.T.M. 212-13 MAXIMUM BUILDING HEIGHT = 30' 12 West Crossfield Road 22 Long Road WIND EXPOSURE CATEGORY: Exposure B Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. 1 (508) 477-5313 (508) 432-8309 3/18/14 P.T.M. 1 Of 2 p ' r r� NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:116.0 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE SOIL LOG INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S.k AND SET TO 6" OF FINISH GRADE, PROPOSED S.A.S.; PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROPOSED D-BOX PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" DATE: SEPTEMBE 17, 2013 (REF. P#14 24) INSTALL WATERTIGHT RISER & OF FINISH GRADEI FOR INSPECTION PURPOSES SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) T.O.F.=120.0 (FRONT) COVER SET TO 6" OF GRADE 11 WITNESS: DONNA MIORANDI R.S. HEALTH AGENT F.G. EL.=119.0t F.G. EL.=118.Ot F.G. EL.=117.8f F•G. EL IN 117.8f ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH f f �INTAIN 2% GRADE (MIN.) OVER S.A.S. 119.5 q 0' 120.5 q 0" Rw SANDY LOAM SANDY LOAM L = 12' 10YR 4/2 10YR 4/2 ® S=1% (MIN.) ® S=1%7(MIN.) 7.,. %5(MIN.) 118.8 B 8" 119.8 B 8„ 4'SCH40 PVC 4"SCH40 PVC 40 PVC ,o.yrl Ba MED. SAND MED. SAND ia^ e' aaa 1OYR 5/8 1OYR 5/8 INV.=116.25 48" LIQUID aaaa 116.8 C 36" 117.7 C 34" LEVEL 4FEFFECT;IVEE .8' 4' GASADDDFFLE INV.=115.77 PROPOSE . 15.60 INV.=116.50 INV.=116.00 D-BOX WIDTH 12.8' INV.=115.50 COARSE TO COARSE TO PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS MED. SAND MED. SAND SURROUNDED WITH STONE AS SHOWN H-10 RATED 2.5Y 6/6 2.5Y 6/6 TOP CONC. ELEV. =116.3t BREAKOUT ELEV.=116.00 NOTES: INV. ELEV.=115.50 0WE 109.5 120" 110.5 120" eases a®aaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=1 13.50 "EFFECTIVE a®aa eases NO GROUNDWATER ENCOUNTERED INVERTS, PRIOR TO INSTALLATION. 2 x 8.5'=17.0' 4' 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' MIN. OF NATURALLY OCCURING LENGTH = 25.0' ELEV. TP-3 DEPTH ELEV. TP-4 DEPTH TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL0" 0" STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 120.8 q 121.2 q SANDY LOAM SANDY LOAM 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=109.5 - 10YR 4/2 10YR 4/2 „ 4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON DEPTH TO GROUNDWATER IS ESTIMATED 3/4" TO 1-1/2" DOUBLE 120.1 8" 120.5 8 OUTLET TEE AND REPLACE IF NECESSARY. TO BE BELOW EL.=91.0, BASED ON SITE WASHED STONE B B TOPOGRAPHY & SOIL TYPE. �� MED. SAND MED. SAND 3" LAYER OF 1/8" TO 1/2" 1OYR 5/8 1OYR 5/8 SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE 117.8 36" 118.2 36" C C F (OR APPROVED FILTER FABRIC) PERC PERC GENERAL NOTES: 30"/42" rz 36"/48" DESIGN CRITERIA 1 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL COARSE TO COARSE TO BOARD OF HEALTH AND THE DESIGN ENGINEER. MED. SAND MED. SAND NUMBER OF BEDROOMS: 3 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 2.5Y 6/6 2.5Y 6/6 DESIGN HEHuoLA'I IUIV f AI E: <2 MIN/IIV 10(AI RIJI FS AND RFf 111 ATInNS, i 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR (0.74 GPD SF/ LOADING RATE) TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 110.8 1 120" 111.2 1 120". DAILY FLOW: 330 GPD DESIGN ENGINEER. DESIGN FLOW: 330 GPD 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING NO GROUNDWATER ENCOUNTERED GARBAGE GRINDER: NO FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. PERC RATE <2 MIN/INCH IN SAND LEACHING AREA REQUIRED: (330 GPD) = 445.9 SIF 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. .74 GPD/SF 6. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 7. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 8. ALL AREAS CLEARED FOR CON STRUCT100SHALL BE RESTORED AS PROPOSED SEPTIC SYSTEM SITE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOT 2-SCHOOL STREET, MARSTONS MILLS, MA SIDEWALL AREA: 2 12.8' + 25.0' X 2 = 151.2 S.F. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ( ) CONSTRUCTION. Prepared for: Bevilacqua Construction, P.O. BOX 628, Forestdale, MA 02644 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 10. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS Engineering by: Surveying by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................471.2 S.F. IN THE AREA BENEATH AND FOR 5' ON ALL SIDES. OF THE S.A.S. AND Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 21 2-1 3 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12 West Crossfield Road 22 Long Road DESIGN FLOW PROVIDED: 0.74 GPD/SF(471 .2 SF) = 348.7 GPD 11. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 1 (508) 477-5313 (508) 432-8309 3/18/14 P.T.M. 2 Of 2 I V � f • T ',,CfVu61.2:-6G:UN4lfi2::`._--t � .. c . I � F, ft .i+er•.wwr--ddriq�woG - _ '--__' 1 04 4 c2n4 ����h` Z°hlMSEa-a4T.- iQj1 � I I c I � I ; [Eon I — ....— ! I T ' ----_. I � lli q F-r- d _ ----- i I � D Vo 774 '73 a k k' i iso - �. [�d ! 17- TH2�e- .. - ...-,......._ -- i'S Re`GG CFtia'9�I1't�iZt]CK) -; �iQy,S�t'-tL�3R C�ic�i�NC� - -.. - ,.r-�cn�u3r:fia-ucrnuecttaus . _ -.-$C--CfSRTS-�'C�?Giq 1=12:t:itLr,�� ! - 4•b' � fa.�` .. ,q: �a-6- G•b` B•o` eiT ��•L' 2.6' 1.4' 4.C. 5•0` °�'O` � ISEI�ROOHt __ _ a_a LF ['a•9.:_._—._—_—e.O .. :© �.r �sd e n TR.c7eic 2ciI 2246, t. 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N G f3- O N `� p n�'arc=.¢tK;, IX - NW • �,..a-�LL --------' ��1= rR.(.l+Cli:1C•,-l`T:rd-�7:p•) .. it ,17 llo� I$G« i @�.. 1S•O' O.3« y:Tp nor rRGo 37^ Bruc-- Devlin —_ DdignO ac20MV, , o0esn o� ,l.o` 7742380773 �`V9K 5 ON i.d'-,.tY tt+K kofjLn 7TS < Mlt1..A LA•✓GC�S4 4CMcs _ r APPLICANT TO COMPLETE 6 SUBMIT WITH PZRMIT APPLICATION', AIVC Guirle to IYuoACo.ufructiou lu High IY'ud Arcot:!/O utp!Wlud Zou. - AH''Crerr/a le fy"11 Cen>t-Id../u N¢h INhdArlatrr I/0,Wh tYhul Z.da MassachusettsChC0distforC 1mpflNnce(7$0CAlRiJnIJ.1.1)' - - Massachusetts Checiclist for CompliancetleocAlasleLu-p� 110 MPH 6XPOSURE a WINO ZON6 - ....... .. .. ..'.ry .. •-... lnAdbemrah9 Y Caaheatlau• .. .• . - 0[heck Non Liners$( e(-.1 led Co.n.mlann•Y.e )._.........._............_t1r u..f}........._•.4u4.Ly4LLPR _•� ✓ 1.1 SCOPE Co E11Oa LalarAt(rha w I80 nfanon row............._......_........Table 8}_......_..........-_..__.._...�,-.. Tabb2 ewwslNdlhp Spaldldl : Wind ExposureCategery-....-....._........._.__............_..._._............-..........:......_»......_._1f0 mPS 8O�Plate peat, •(nmd Wrper oPeNnG but^dla!9opaninpa ter wnpas-/ba To"tOK 1 •: 1.2 APPLICABILITY FlaStud.,»..."......_........_......._..._..............(Table a}_..__......_....._» r('(t(�A c/t•h : : •: I4on4aadNew .w coda............__....»........._ eW g......................... .._ Number m Stork@ li m-t ehich ace W>a i.12 wq•e1W tr-akkaW•Ae _z!.elorM•c 2 abrb• e+roW W Op•nbW(record tarp•"opodrp but check a.operirp �1to_ p Ea•ed heed.teleho dud Road PItW...._..............._..........._........._..._.._........_IFlY 21........:...............................� 9f12/2 Meader SPen••......__..._._.-.................._......._(Tar•OIL........._...._.�..� 2.•;f..T Nag roc ploN Racf P1rOW1p .. i Mean Real N"plc..........._.................................._.»......(FlY 21................... ,.• V•E c AT SB F".Sp•n•............_._._..._........._........_......._ Y.c/r J hw ._.._-._..._..-._X.. Full HetgM fibrde(m:d•adal_......»..»..... ........... aW 9}............._.......-.__..._ s.�r{-1Tr .Blocking to R- -"-""-"-.._......_ 6uedNY wid1R w......»._.........__................................_.(Flp 2}..........._..............._.._ R■BO' R -at- entlh cove roar Bbddnp b Rena(To.-IWI.d) _.. I 2•Btl 2-10d I each end I 4. E.Wtor Wag gMSUyp to Reyr Upon.cod Sner - -.]C. of led nova I Rim Bcrd to Rifler End-nailed) 2•t6d 318d each and •leg Lmped L_._LANIII......_........._........-..........(Fq ay..........._..............._......:...-9b:Rsser �(.. 3►eAdlrh.au.y' ;I m r e.c I ( Buadbq A.p.G Ratio(UW,,)....._....i_.....__........_............(Flp 4}..........-_._.............._.._:._.t R),r's t1 AW'Unun-",W H 49M Mon•W .. NautkW Hight col TaWst 4;;rya .......__.........__.:.._.(Rp q-......._.......... G sere' -�y Shamming r-r OprWgr .................. T PIaW a lnlasmclbna Face-, 0e -r 4-16d bled 1.3 F,RAMINO CONNBCTIONE YP• ._...s_�_..•.-'..__- -... _ Blwsmhia 7 __.._.._:... rob 4}�- Y�.._�•9 t8'Y Qp I. d) I apime General compliance wall trarnmg aoneactime,.._........-..(T•tle 2)..... ... � FQd NM - -------IT b 10 o hale 4 If lean)_.. -ate h Sttd b Stud(Fatx+Wtad) 2.18tl 2.18tl 24•o.a .._. sMr Cerahecaoh Ira d Red armhon,ru. '�-�' HeadabHeader(Ftu•1ltilad) ._..._.. i iBd 18tl I18'0.6 along eApesl 21 FOUNDATION ..••....-.....__..«....... Pafcmhc Fus4'Wdtl Sava. afeM lo}...:_.. «--...-..�..^,;r�Y' ROOF Foundation Wage rending raquins.cote r 780 CMR 6"1 Shambling for Wall%,m Opusrgl>OW(Ocean - •Y Cohtrra.............................. 14.tdnbn Adaeand q.no.Pte). ......................................................_...._............ 6% Bmmalp Oight.1 m l Jolet b SKI,T Plate r Girds(Toll-naled(Fig.14 4•lid 4-10d r olst °le►�orP....____.�.. ._ .__..___....._...... Nomhd N.gnt err TauL�1 _ ................__�._......_..........__._._» 91wWfahp TY'p4-__._...... �I •P (T ) ) Da I - __..__.......__(rots 4}...__._...._........._.� Mad Ifatl 0pahirhp -.._._...-_ able 11 r rob 4 a lets)_ 4'8' Blocking b Joist(TOsnellad) 2•Bd 2-10d each end 22 ANCNORWE TO rouNDAT1OaU FdW tfa OPerVrq e M1`Anc ha Seem bnbeddec a Sir Pro - - Sp dnE-_.__»_�_..-._...-..Rabb Sot Spatlrq-gamer...................................... 4)._.___..._»_.._...........__..3 In, Spar Cau tlan(no.d led mmnn roWlRtbb tt Bbcklnp b SW r roc Plats Roa•nailed) 318d h16tl each Elect i Bun Spacing corn prtrw M•"hanbel Ahhraan as w ee•nwtM b mnc.e• ._ . sum sx Aamunw JBIL JGARAGE LedperetnproaeamOrOlyda(Face-1laled) - 31Bd 4-ied each - mnep.dngaam.ndgdrrpbr__._._.._._....__lFga}..,......_...._........_..._..�k.`sie.-1z -� 'rr�r+F�++ stw , 1iJ-tE Joist on Ledger to Beam(TOMWhd) 3 Btl 310d per joist , Bat r;.b.em.w-ocher.era...,........__...... ...»._(Fq 5}.._._._..»........-..-...—.. h a 7' BMagfa4 dim Oprinp>88` fie£•,�. 00"balt_....__ ..._..._......__ a ts• kr WW Band JOIN to JOIN(End•naead)(Fig•14) 318d 4-16tl per Joist Plate Waatdr:..__.. FI -tRalad ter Wkd __ __._ar.r.wlbala"OOO. Sari Jolet b Ste r Top Plele(Toe-naiad)(F7p.10) 2-t6tl 310d per hlot1000.1bdmP _ _-_ ._. ...._ ..- 21 FLOORS 61 ROOFS l; i1oo14DaW!Y!Y .'. .. _ .._---_....:_ + Fbor framay mame.r.p.n.eharitW.__......_...._...._..(per 780 CAR chapter%)_.:.. ...... ..1[/. � sueMa Allan.mhackadt_�,._..._(Far Raven use AWC Rrwh Tow,ace 800 W—) ---------- ... Full Heightimurn VAINOPerang am.n"on....._._......__.....__(Rga}...__».......__._._..._ Rs 1z �[ ... _ _..---...(Fgare tit)........_.. .>a.na.rrraLa .. Wood SWCbtla Palele I i - i Full Heald Wa118ada r Floor OpanR4n lens tMn 2 tram .................. —- Th aut a Rafter Canewloro"Iaadbesrhlg Wells retire r trU"W spaced up to 16'o.a lid I 10d a-edge/6-field p jl p wa0a a 8A•rrvaR_.-..__(Fq 7}_..........._._..._......_.-___ ..s.. Proprietary Crnutwars UpUI__.._._._......_...._.._.._.....(TAW 12}._._...........__._.�..�.._Id. pt ✓ II1I 2 ondw bum such I rafters or trusams spaced am i6•=A I S4 I 10d I 4'edge/4'field We"l rm Cantllsverad Ftoer Johb -L Letrr_.....__.._._........-.._..__.MAW t2}.__.-._...._-�,_�,••vl. pp �2-ahen3/16' - gable rWwall mks or mks trues w/o gable overhang SO ' 4Od 11'edge/8'field Supporting LwdOrrthE Woes a ehdmaej,..-.._ a. _(Fga}........._...__.....___ , - Rsd ✓ - SMr_:_..�.._..._....._......-._RAW 121.......-... Floor erwkhp a Erdenah..._....._._... .._._.._...(Fq%-..-_.........__.........v. f8daa Step Conmwbhu.'I"a"ass had used Pr~21...(rsbb 13 "'�'- __.. plif Neil mrlher ands h>owlw 1 gable erdwie rake a rake trues 111/etntcural lid tOd l 8'edge/8'field Floor t1IwInW Typm..._-_......-._••.. .�......._..._..(pr 7e0 CMR '� C+ahle Rare Oudoakef )' .tc. I out ookan I I Fbar&wamkq TAbbdts......__--_._-.___. .._..(p.r 780 CMR ph i n�^" - .. rnosr Ralb Co uraalawr -..(FlOura 2O)r..»..- �arnsardraW 2 neea w 1Id a124•e.c Flea Fa tplr 68.......�e-�rpq h Ma.4-afteahbp Wage I gable aldwat rake r mks trues w/lookout block@ lid 10d 1 4•edge/4'eeltl 1 - .a"'wha .trWtl}.____._...._..._._»..-_.__(Table 2}.�,p n.as mt:Lj /(�te grd - p1 l dmamy f4•lrhawrn ", stud pfie Ito -� a1 WALLS del. -.- .(Tabte Hal.-"-___`.-----..�talidQ.L• �[ support inWier eryah "p BlauHtllly. i (no.d led co mrn nm)-R 14}_ ................_-._......._.L•Lpp r -. ----•- - T -- war 114g10 Roof Shambling TV"--._.-__._--.___._fear red C&M ��.i• - Gypsum Wa110oerd - I Sd Coolers 7'ad /17 xrd welati erma�_wade.. .,.»_..:...._._,____..._._..gRp to W rib s �t Rod ShOMINIV THduwa ._ � � •s•-� I Grpwm ..i i..Gy oar •---... ....:._.. d coolant .. - (♦e. Fq ate._..._..-.:1�6L`E s1D' tnd'WBP __�.... Red F 6)A�-...._. 6 s7D �— --- seunbg 'rw'q--lid err .•:: _ peuilp ......._..._....................._..._._r(A a his d _._»��2ra tl ag1b Wood Structural Panes WY�rY' ._....._.._.......__.....�(Rge 7 a e)_.......�.�__�..___ R s _ 't. 71cn OUR 63 t rW 11 met N W rsiraq.maih�q tlr�a�o' noiad b 2,b 4.2 0(TERIDR wALLSe - - _ 7B0 UR a1o121.1'Item 1.r 11e whdwtet te mr ai b anaierybuaetrp air prp.amp t yd d" rp r etude spaced up to 24-o.o. ad l0d 6•edge 11 r field _ I EXTEWood el R .4q _ _ _ reghMa0 a. �WFCM 110.p Oubm: l Sd m T o.c • 1/2'and 26132'Fiberboard Panels ed1 - r edge/e•field tcaab.eraq vaM......_.:.... -• 4 - a m C'•ga em Apr Flphaa8, 71 I�1� _1n•G Pbn-lnadgarkhp rattle........._.-_ ...._........JTahb 6.....»__....._...._._. a-9 I .. a a� pap at 714 P (PUN VIEW OF CORNER DETAIL) Gypsum Waliba" _ Sd coolars —.---_-7-edge/10•Mid Gable End Was Bredrlg T /. tL AN per ( Full H•gha E1dw'eg Studs....._....._- .... ..(Fq 10}...:..._...._._._.-............_.._. a Conan Sad Hall Ooens par Fiph.e Res and Figure tab WfiP Atlb Flea Erhpta......._........._.........__�.....�.(Ft 11}......-....._...._.»...._.._...._ /R MN9 .2 rsepuoc OWrA.a AelpNb al W l0 8 a rng M PanuOW Wm 6%b added b Id.pehoMc . FOdI ._.. - ayPsu•h Cereal LAnOM(it WIP net u.ad)._......_._»(Fq 17}....w....._.__._.____,:,�ttaQgw -- rldubabth m—I.TaWstoandtl. - I Wood SINCUraI Panels I and 2.4 Crakwaw Law Bros p e L am..(Fig I li �. .2 oa ems,If 7N strmsalp .. - 1'rlaes I... go loci i 6•edge/12•hold ! Ooubte ran I x 3 coding and"smps 6le•.p.dnp mN.WON 2u}4 bbct6lG.••�A•'w�rN In�n0�alp or wan bays Pt.Ia klatlrlorlasgnrW W.hNNnaanihcawfyftldrtruhssPpgaayNltl gppgadt I: greeter than l• 10d 18tl 6'edge/6'field - Spilam Lahoa (Fig 13 ad Hate"6.:........_..... __ .tttt.' ✓ i Corroalan asialer tt mg a46p red.end 1a gp•"plea en pamiceq claoa lac to eddflaal rNWmla Span Caeedir(no.r W -»-......_.........._ ......Z - 4elta.U.leate o0ahwise stated..hem given he serf.•n oommm win rw.so.and pnsumatte.erb at egutwlem -'ar and equal or greater bngih b IMe sP"Ited common nails may be substituted um•N otherWae prohibited. - � � f 5(tLI1J 1y.4ck1.IS 6 swvsow N•b CLIP e•,•ao. ... _. 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